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ST8805-LR 881121'~axim Engineers, Inc. G~6~echn~cat M.atrria!s ~esbng Consultants 2342 Fabe~; PO. Box 59.¢''''' Dallas. 'fexas, 0229 (214~ 247 75'~5 RECEIVED NOV'"' 8 1988 Portland Cement Concrete Mix Design Page 3.3./23./88 3.:L/23-/SS "TO Pro~eC~ \ Denton Tap Road - Job ~3io - ~, 3000 psi/28 Days 500 Flex/7 Days .Requirements (in.) Materiais------] Source Texas 5 Sack Slip Form 3000/28 500/7 5.5 Specification 3ooo/28 500/7 Size or Type Specific Gravity TypeI 1 1/2"-¢,4 crushed stone ¢4-o natural san~ ~4-0 manu~a~ sand 2.67 2.64 2.63 Proportions One Cubic Yard SSD Basis Water ADsolute Volume Cubic Feet 470 2.39 2O0O 12.00 1011 6.14 236 1.44 230 3.68 5.0 oz. 1.35 3947 27.00 We~nl ol Fmsn Concrete ~IF.A. 38.4 ~'1 146.2 A~just ~4~' e. nt.r~ agent to zna~ntain 'Maxim Engineers, loc. G~'olechn~cal MaJerials ~,estmg Consul[ants ,: . 2342 f- aDenJ_ P.O. Box 59~'' Dallas 'Texa.-,., 5229 (214~ 247-7575 I I General Report Page 2 1'o 3_%/21/88 ~,~ ~.,, 11/21/88 L.H. Lacy~ Denton Tap ~ - 3cb ~3Z0 - Coppell, Texas 5% Mo~ Correct. ion for Fine Acjgrecjate Applicable ACI ~ 1 Cubic Yard Weic~hts SSD (l~s. 1 Cabic Co~ flbs. ~ 1.511 Cubic ~ard 5% Moisture C~ment 470 470 710 Coa_--seAcjcjrecj~'~e 2000 2000 3022 r~aturm.l sand 102_1. 1062 1605 ~a~~ 236 248 375 Wa~ 230 ~67 252 ~~~~ 5.0 oz. 5.0 oz. 7.6 oz. L. H. Lacy ~y- Neva ~ (3) I~xim Engineers, inc. 2342 FaDei,~.., ,Ee.g{6eenng an(: P.O Box 5[ Enwronmenlal Dallas. '[exa§ 7,5229 Consultants (214) 247-7575 J RECEIVED ,;OV 2 8 Portland Cement Concrete Mix Design Page Rel:x:m Dale 11/21/88 11/21/88 '~0 Proleot k3el~ il iC~IJiI~ Requirements L.~. Lacy Cc~pany Dentc~ Tap Road - Job ~310 - CoPP~ , Texas 3000 psi/28 Days 500 Flex/7 Days 6 Sack ~ placement Design------~ Compressive St.r~ (psi/days) mexura~ ~ (psi/days) wa=er cemerm Patio (gals/sack) Slu~p (L~.) Materials-- . Source Proportions ~"~'~bic Yard SSD Basis slump · Specification 3ooo/28 5oo/7 4.8 Size or ~ 3000/28 5oo/7 Specific Gravity Tyl:~ I i 1/2'''~ crush¢ ~4-0 natural sana ~4-0 ~z.nu.-~ac-tmred sand 3.15 2.67 2 · 64 2.63 .---"~ Absolute Volume Lbs , Cubic Feet 564 2.87 2000 12. O0 924 5.61 217 1.32 240 3.B5 6.0 OZ. 1.35 3945 27.00 % F.& 36.1 % 146. A~just a4r er~ agent Tm ~rf-~ 5~_'1 Maxim Enptneers. Inc. - 'M~im Engineer~, · .. Eh, 3~?feenng and ~.' Env~ronmenlal Consullanls ~nc. 2342 Fa0e~.? :' P.O. Box 59¢ Dallas. 'f exas,, .5229 (214 ) 247-7575 eneral Report Page 2 11/21/88 b,~ o.,, 11/21/88 L. H. Lacy Ompany Danton Tap Road - Job ~310 - Co~, Texas 5% Moisture Correction for Fine Aggregate 1 Cubic Yard Weights SSD (lbs. 564 2000 924 217 240 6.0 oz. Water 1 Cubic co~ flbs. ~ 564 2000 970 228 183 6.0 oZ. 1.511 Cubic Yard 5% Moisture Corrected flbs. b 852 3022 1466 345 277 9.1 oz. L. ~. ~=Y Con~o~y- Neva ~ (3) lnG.